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| 1 | Mobilisation Charges of all tools & Plants along with accessories, material, labour, supervision etc. at site of work required in connection with boring and testing work, including setting up boring rigs and shifting to different Bore-hole points etc. and also including withdrawal of same from the site after completion of work, complete as per direction of Engineer-in-Charge. Detailed Investigation |
| 2 | Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, , silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge.a) When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn) Depth 0.00 m to 10.00 m |
| 3 | Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, , silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge.a) When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn) Depth greater than 10m and upto 20m |
| 4 | Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, , silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge.a) When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn) Depth greater than 20 m and upto 30 m |
| 5 | Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, , silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge.a) When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn) Depth greater than 30 m and upto 40 m |
| 6 | Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, , silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge.a) When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn) Depth greater than 40 m and upto 50 m |
| 7 | Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, , silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge.b) When drilling mud “Bentonite of suitable consistency” is used to prevent collapse of bore hole. Depth greater than 0.00 m and upto 10.00 m |
| 8 | Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, , silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge.b) When drilling mud “Bentonite of suitable consistency” is used to prevent collapse of bore hole. Depth greater than 10 m and upto 20 m |
| 9 | Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, , silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge.b) When drilling mud “Bentonite of suitable consistency” is used to prevent collapse of bore hole. Depth greater than 20 m and upto 30 m |
| 10 | Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, , silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge.b) When drilling mud “Bentonite of suitable consistency” is used to prevent collapse of bore hole. Depth greater than 30 m and upto 40 m |
| 11 | Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, , silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge.b) When drilling mud “Bentonite of suitable consistency” is used to prevent collapse of bore hole. Depth greater than 40 m and upto 50 m |
| 12 | Field Investigation: Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost 0.0 m - 10.0 m |
| 13 | Field Investigation: Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost 10.0 m - 20.0 m |
| 14 | Field Investigation: Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost 20.0 m - 30.0 m |
| 15 | Field Investigation: Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost 30.0 m - 40.0 m |
| 16 | Field Investigation: Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost 40.0 m - 50.0 m |
| 17 | Field Investigation: Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.Depth 0.00 m to 10.00 m |
| 18 | Field Investigation: Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.Depth 10.00 m to 20.00 m |
| 19 | Field Investigation: Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.Depth 20.00 m to 30.00 m |
| 20 | Laboratory Investigation: Liquid Limit as per IS 2720 (Part – V) |
| 21 | Laboratory Investigation: Plastic Limit as per IS 2720 (Part – V) |
| 22 | Laboratory Investigation: Grain size analysis by Sieving as per IS 2720 (Part – IV). |
| 23 | Laboratory Investigation: Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV). |
| 24 | Laboratory Investigation: Determination of Water Content as per IS 2720 (Part – II). |
| 25 | Laboratory Investigation: Determination of Specific Gravity as per IS 2720 (Part – III). |
| 26 | Laboratory Investigation: Direct Shear Test as per IS 2720 (Part – XIII). |
| 27 | Laboratory Investigation: Determination of Consolidation Properties as per IS 2720 (Part – XIV) |
| 28 | Tri-Axial Shear Test. : Determination of Shear strength Parameters of a specimen tested in Unconsolidated Undrained Tri-axial compression without measurement of pore water pressure as per IS 2720 (Part – XI). |
| 29 | Tri-Axial Shear Test. : Determination of Unconfined Compression Strength as per IS 2720 (Part – X) a) undisturbed |
| 30 | Tri-Axial Shear Test. : Determination of Water ContentDry Density relation usinglight compaction as per IS 2720 (Part – VII). |
| 31 | Tri-Axial Shear Test. : Determination of Water ContentDry Density relation usingheavy compaction as per IS 2720 (Part – VIII). |
| 32 | Tri-Axial Shear Test.Determination of Shear strength Parameters of a specimen tested in Unconsolidated Undrained Tri-axial compression without measurement of pore water pressure as per IS 2720 (Part – XI). |
| 33 | Tri-Axial Shear Test.Determination of Shear strength Parameters of a specimen tested in Consolidated Undrained Tri-axial compression Test with measurement of pore water pressure as per IS 2720 (Part – XII). |
| 34 | Tri-Axial Shear Test.Determination of Shear strength Parameters of a soil from Consolidated Drained Test as per IS 2720 (Part – X) |
| 35 | Preparation and submission of report in 6 (Six) copies, giving all relevant information data like site plan, Bore log and water table, test results, alculations, discussions, suggestions and recommendations in respect of suitable foundation etc. including determination of silt factor calculation of waterways and complete design of foundation including analysis of Bearing Capacities and settlements in bound and presentable form complete as per direction of Engineer-in-Charge. |
| 36 | Add GST @ 18% on Rs.1271040 i.e. total amount over item No. 1 to 35 |
| 37 | Add Labour Welfare Cess @ 1% on Rs.1499827.00 i.e. Total amount over item No. 1 to 36 plus 18%GST amount Please Enable Macros to View BoQ information |
